CN101624846B - Method for building factory-style light integral quakeproof house and quakeproof house component - Google Patents
Method for building factory-style light integral quakeproof house and quakeproof house component Download PDFInfo
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- CN101624846B CN101624846B CN2008100483919A CN200810048391A CN101624846B CN 101624846 B CN101624846 B CN 101624846B CN 2008100483919 A CN2008100483919 A CN 2008100483919A CN 200810048391 A CN200810048391 A CN 200810048391A CN 101624846 B CN101624846 B CN 101624846B
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Abstract
The invention provides a method for building a factory-style light integral quakeproof house and a quakeproof house component, which belong to the technical field of light integral house components and factory-style house buildings. The invention mainly aims to solve the problems of large dead weight of wall body and floor, poor quakeproof effect, high manual labor intensity and long construction period existing in the prior building. The method has the characteristics: (1) pressing light integral bock type inner walls, outer walls, floor plates, upright post mould plates, beam mould plates, internal-pulling type fixing rods, stair wells, upper-layer tiles, bearing beams and lower-layer tiles according to sizes of wall surfaces and floors of all rooms; (2) after assembling the components on the building site, casting upright posts and ring beams to complete the construction and the decoration of one floor; (3) repeating the step (2) to complete the construction of all floors; and (4) after casting the ring beam of the top floor, fixedly mounting the lower layer tiles, the bearing beams and the upper layer tiles, and forming the double-layer roof. The method has the characteristics of high house building speed, light floor weight, good house wholeness, unnecessary fitment, unnecessary assistant construction of scaffolds, and good quakeproof effect; and the quakeproof house component is mainly used for a storied building.
Description
Technical field
The invention belongs to light integral house component and the batch production technical field that builds a house.Be specifically related to a kind of method of building factory-style light integral quakeproof house and be exclusively used in the quakeproof house component of this method.
Background technology
Building is an ancient industry.No matter be the mixing building of brick; Or frame-type building, its body of wall all is by brick one-tenth, flooring adopts precast plate or monobloc cast; Flat, the finishing of cement foam also need be used in metope, roof in the room; Thereby existing building exists body of wall and flooring from great, and the deficiency that shockproof effect is poor, hand labour intensity big, the building time is long needs in the building that scaffold is auxiliary could accomplish construction.In addition, existing many standard-sized plate assembly units, the roof is also by the plate assembly unit, and its weak point is to build up building with it, and metope, the flooring that can not build up the room are monolithic metope, flooring.
Summary of the invention
The object of the invention be exactly provide to above-mentioned weak point that a kind of shockproof effect is good, the speed that builds a house is fast, labour intensity is low, the method for the measured building factory-style light integral quakeproof house of matter and quakeproof house component.
The technical solution of building factory-style light integral quakeproof house method of the present invention is: a kind of method of building factory-style light integral quakeproof house is characterized in that: may further comprise the steps:
1. suppress light-duty made of one piece interior wall, exterior wall, floor plate by each room metope, flooring size, interior wall two sides, inner side of outer wall face are provided with one deck decorative layer, and the exterior wall lateral surface is provided with layer protective layer; By its corresponding model of the column of each column of quakeproof house, crossbeam size compacting, crossbeam template, between the model of the column, be provided with between the crossbeam template in pull-type fixed bar, in pull-type fixed bar be provided with the reinforcing bar retainer ring; Leak flower, stair and handrail, corner flooring, wall by three interior walls, one side and leak model of the column, wall and leakage between the flower by stair road, room compacting light integral formula and take the staircase that the crossbeam template of portion constitutes; By roof size compacting upper strata watt, spandrel girder, lower floor watt;
2. in the on-the-spot elder generation that builds a house model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate are assembled and fixed; Build column, collar tie beam then; Model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate and column, collar tie beam are integrally formed, have accomplished one deck building and decoration;
3. repeat the 2. step, accomplish each floor and build a house and decorate;
4. after accomplishing the top layer collar tie beam and building, install and fix lower floor watt earlier, fixing spandrel girder in lower floor watt then installs and fixes upper strata watt again on spandrel girder, form double-deck roof.
The technical solution of quakeproof house component of the present invention is: a kind of quakeproof house component that is exclusively used in the said building factory-style light integral quakeproof house method of claim 1 is characterized in that: comprise and adopt lightweight material to be pressed into made of one piece interior wall, the exterior wall of center-to-center; The made of one piece floor plate that employing is pressed into by spandrel girder skeleton, the wearing layer above the spandrel girder skeleton, the fireprotection layer below the spandrel girder skeleton, reinforcing bar that puigging, spandrel girder skeleton bottom between the spandrel girder skeleton is bumped into, the spandrel girder skeleton termination of mutual grafting is exposed in floor plate four side end faces; The model of the column, the crossbeam template that adopt lightweight material to be pressed into, pull-type fixed bar in being provided with between relative model of the column, the crossbeam template, fixed bar is provided with the reinforcing bar retainer plate; Employing is leaked flower, stair and handrail, corner flooring, wall by three interior walls, one side and is leaked model of the column, wall and leakage between the flower and takes the light integral formula staircase that the crossbeam template of portion is pressed into; Employing can be fixedly connected the light-duty upper strata watt that constitutes double-deck roof, spandrel girder, lower floor watt; Be provided with projection and the groove that cooperates between model of the column and interior wall or the exterior wall adjacent regions; The exterior wall lateral surface is provided with layer protective layer, and interior wall two sides, inner side of outer wall face are provided with one deck decorative layer.
Puigging in interior wall described in the quakeproof house component technical solution of the present invention, exterior wall, the floor plate, model of the column, crossbeam template, staircase adopt plant shell, leaf, stem or root compacting to form.
Puigging in interior wall described in the quakeproof house component technical solution of the present invention, exterior wall, the floor plate adopts the compacting of foam solid material to form.
Door or window are housed on the interior wall described in the quakeproof house component technical solution of the present invention, the exterior wall.
Be embedded with spool and fire main in interior wall, exterior wall and the floor plate described in the quakeproof house component technical solution of the present invention.
Load-bearing depth of beam between upper strata described in the quakeproof house component technical solution of the present invention watt and the lower floor watt is the 200-400 millimeter.
The present invention still adopts tower structure; Keep the characteristics that available frame formula structural stability is good, bearing is good; The present invention is owing to adopt light-duty made of one piece interior wall, the exterior wall that is pressed into by lightweight material; The made of one piece floor plate that is pressed into by spandrel girder skeleton, the wearing layer above the spandrel girder skeleton, the fireprotection layer below the spandrel girder skeleton, reinforcing bar that puigging, spandrel girder skeleton bottom between the spandrel girder skeleton is bumped into; The model of the column that is pressed into by lightweight material, crossbeam template and between in pull-type fixed bar, leak flower, stair and handrail, corner flooring, wall and leak model of the column, wall and leakage between the flower by three interior walls, one side and take the light integral formula staircase that the crossbeam template of portion is pressed into, can be fixedly connected the light-duty upper strata watt that constitutes double-deck roof, spandrel girder, lower floor watt; Be provided with projection and the groove that cooperates between model of the column and interior wall, the exterior wall adjacent regions; The outer side of exterior wall is provided with layer protective layer, and interior wall two sides, inner side of outer wall face are provided with one deck decorative layer, thereby in the process of building a house; Only need earlier model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate assembling and fixing; Build column, collar tie beam then, make model of the column, shingle nail, crossbeam template, staircase and floor plate and column, collar tie beam form an integral body, the decorative layer that the model of the column that compacting forms, crossbeam template, interior wall, exterior wall, floor plate, staircase and surface thereof are provided with has smooth surface; Need not to carry out again face finish; Adjacent floor plate spandrel girder skeleton termination intersects each other, all makes outer face, spandrel girder skeleton termination surpass the crossbeam center line, and is more firm; The wearing layer on floor plate surface such as composite floor board or wood flooring can be used, and have avoided pre existing making sheet flooring also to need process floating in addition, finishing.The present invention adopts by light-duty upper strata watt, spandrel girder, the lower floor watt double-deck roof that constitutes, the characteristics that have light-duty double-deck roof light, heat-insulation and heat-preservation, be prone to install, shockproof effect are good.The present invention has realized that factory's formula builds a house, and compares existing building site formula and builds a house, and has that the speed of building a house is fast, light floor weight, house good integrity, quality are good, need not to fit up and can come into operation, need not scaffold auxiliary construction, characteristics that shockproof effect is good.The present invention is mainly used in building a house of building.
Description of drawings
Fig. 1 is the structural representation of column of the present invention, collar tie beam and wall;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is the B-B view of Fig. 1;
Fig. 4 is the external structure sketch map of floor plate of the present invention;
Fig. 5 is the internal construction sketch map of floor plate of the present invention.
The specific embodiment
The structure of column, collar tie beam and wall such as Fig. 1 are to shown in Figure 3.Shape of template is identical with existing template, is the rectangle model of the column among Fig. 1 to Fig. 3, comprises two right angle type crossbeam templates 1, two 10,11 and straight plate shape model of the column 9 of right angle type model of the column.Right angle type crossbeam template 1, right angle type model of the column 10,11 and straight plate shape model of the column 9 are pressed into smooth surface by plant shell, leaf, stem or root etc.Right angle type model of the column 10,11 and right angle type model of the column 10, between 11, be provided with between right angle type model of the column 10,11 and the straight plate shape model of the column 9 in pull-type fixed bar 5; In pull-type fixed bar 5 be provided with reinforcing bar retainer plate 7; Be used for suit and be fixed on reinforcing bar 6; Change existing external fixation mode, removed the operation that installs and fixes and dismantle from.Interior wall 2, exterior wall light-duty made of one piece interior wall, the exterior wall for being pressed into by plant shell, leaf, stem, root or foam solid material etc., its sidepiece is provided with groove, cooperates with projection on the model of the column, before column 3 is built, can install and fix each other.The exterior wall lateral surface is provided with layer protective layer, and interior wall 2 two sides, inner side of outer wall face are provided with one deck decorative layer.The shape of model of the column can be according to the shape of column and respective change.Leak flower, stair and handrail, corner flooring, wall and leak model of the column, wall and leakage between the flower by three interior walls, one side and take the light integral formula staircase that the crossbeam template of portion is pressed into.
The structure of floor plate such as Fig. 5, shown in Figure 6.Floor plate 12 adopts by spandrel girder skeleton 14, the wearing layer 15 above the spandrel girder skeleton, the fireprotection layer 17 below the spandrel girder skeleton, the made of one piece floor plate that the reinforcing bar 18 of puigging 16, spandrel girder skeleton bottom between the spandrel girder skeleton is pressed into, and the spandrel girder skeleton termination 13 of mutual grafting is exposed in floor plate 12 4 side end faces.Spandrel girder skeleton 14 is the square crossing settings at interval, can be processed by vegetable material such as batten, bamboo bar, shell etc.Puigging 16 is arranged between the spandrel girder skeleton 14, is formed by plant shell, leaf, stem or root etc. or foam solid material such as foamed cement, foamed plastics compacting.Wearing layer 15 is composite floor board or wood flooring, is arranged on spandrel girder skeleton 14 and puigging 16 upper surfaces.Reinforced steel 18 evenly is arranged in spandrel girder skeleton 14 bottoms, is pressed into the made of one piece floor plate.Fireprotection layer 17 is arranged on spandrel girder skeleton 14 and puigging 16 soffits.Floor plate 12 4 ends expose the spandrel girder skeleton termination 13 of mutual grafting, and different floor plates 12 are pegged graft each other, form whole smooth flooring.Because the composite floor board or the wood flooring on floor plate 12 surfaces can be used, thereby avoided pre existing making sheet flooring also to need process floating in addition, finishing.
Roof adopts and can be fixedly connected the light-duty upper strata watt that constitutes double-deck roof, spandrel girder, lower floor watt.The material of upper strata watt, lower floor's watt shape and employing is identical with prior art.Spandrel girder adopts iron, wood or light-duty plant moulding, highly is the 200-400 millimeter.
The use on building a house of axis, shell, leaf, root, plant big to big tree, a little rice shell can build a house, and all wants high-temperature process before becoming a useful person, and carries out micronization processes before the moulding, it is fixed that moulding comes according to what of use, pressure size, glue.
The step of building factory-style light integral quakeproof house method of the present invention is:
1. suppress light-duty made of one piece interior wall 2, exterior wall, floor plate 12 by each room metope, flooring size, interior wall 2 two sides, inner side of outer wall face are provided with one deck decorative layer, and the exterior wall lateral surface is provided with layer protective layer; By its corresponding model of the column 9,10,11 of each column of quakeproof house, crossbeam size compacting, crossbeam template 1, between the model of the column, be provided with between the crossbeam template in pull-type fixed bar 5, in pull-type fixed bar 5 be provided with reinforcing bar retainer ring 7; Leak flower, stair and handrail, corner flooring, wall by three interior walls, one side and leak model of the column, wall and leakage between the flower by stair road, room compacting light integral formula and take the staircase that the crossbeam template of portion constitutes; By roof size compacting upper strata watt, spandrel girder, lower floor watt;
2. in the on-the-spot elder generation that builds a house model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate are assembled and fixed; Build column, collar tie beam then; Model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate and column, collar tie beam are integrally formed, have accomplished one deck building and decoration;
3. repeat the 2. step, accomplish each floor and build a house and decorate;
4. after accomplishing the top layer collar tie beam and building, install and fix lower floor watt earlier, fixing spandrel girder in lower floor watt then installs and fixes upper strata watt again on spandrel girder, form double-deck roof.
Claims (7)
1. the method for a building factory-style light integral quakeproof house is characterized in that: may further comprise the steps:
1. suppress light-duty made of one piece interior wall (2), exterior wall, floor plate (12) by each room metope, flooring size, interior wall (2) two sides, inner side of outer wall face are provided with one deck decorative layer, and the exterior wall lateral surface is provided with layer protective layer; By each column of quakeproof house, crossbeam size compacting its corresponding model of the column (9,10,11), crossbeam template (1), between the model of the column, be provided with between the crossbeam template in pull-type fixed bar (5), in pull-type fixed bar (5) be provided with reinforcing bar retainer ring (7); Leak flower, stair and handrail, corner flooring, wall by three interior walls, one side and leak model of the column, wall and leakage between the flower by stair road, room compacting light integral formula and take the staircase that the crossbeam template of portion constitutes; By roof size compacting upper strata watt, spandrel girder, lower floor watt;
2. in the on-the-spot elder generation that builds a house model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate are assembled and fixed; Build column, collar tie beam then; Model of the column, interior wall, exterior wall, crossbeam template, staircase and floor plate and column, collar tie beam are integrally formed, have accomplished one deck building and decoration;
3. repeat the 2. step, accomplish each floor and build a house and decorate;
4. after accomplishing the top layer collar tie beam and building, install and fix lower floor watt earlier, fixing spandrel girder in lower floor watt then installs and fixes upper strata watt again on spandrel girder, form double-deck roof.
2. a quakeproof house component that is exclusively used in the said building factory-style light integral quakeproof house method of claim 1 is characterized in that: comprise and adopt lightweight material to be pressed into made of one piece interior wall (2), the exterior wall of center-to-center; The made of one piece floor plate (12) that employing is pressed into by the wearing layer (15) above the spandrel girder skeleton (14), spandrel girder skeleton (14), the fireprotection layer (17) below the spandrel girder skeleton (14), the puigging (16) between the spandrel girder skeleton (14), reinforcing bar (18) that spandrel girder skeleton (14) bottom is bumped into, the spandrel girder skeleton termination (13) of mutual grafting is exposed in floor plate (12) four side end faces; The model of the column (9,10,11), the crossbeam template (1) that adopt lightweight material to be pressed into, pull-type fixed bar (5) in being provided with between relative model of the column, the crossbeam template, fixed bar (5) is provided with reinforcing bar retainer plate (7); Employing is leaked flower, stair and handrail, corner flooring, wall by three interior walls, one side and is leaked model of the column, wall and leakage between the flower and takes the light integral formula staircase that the crossbeam template of portion is pressed into; Employing can be fixedly connected the light-duty upper strata watt that constitutes double-deck roof, spandrel girder, lower floor watt; Be provided with projection and the groove that cooperates between model of the column and interior wall or the exterior wall adjacent regions; The exterior wall lateral surface is provided with layer protective layer, and interior wall (2) two sides, inner side of outer wall face are provided with one deck decorative layer.
3. quakeproof house component according to claim 2 is characterized in that: the puigging (16) in described interior wall (2), exterior wall, the floor plate (12), model of the column (9,10,11), crossbeam template (1), staircase adopt plant shell, leaf, stem or root compacting to form.
4. quakeproof house component according to claim 2 is characterized in that: the puigging (16) in described interior wall (2), exterior wall, the floor plate (12) adopts the compacting of foam solid material to form.
5. quakeproof house component according to claim 2 is characterized in that: door or window are housed on described interior wall, the exterior wall.
6. quakeproof house component according to claim 2 is characterized in that: be embedded with spool and fire main in described interior wall, exterior wall and the floor plate.
7. quakeproof house component according to claim 2 is characterized in that: the load-bearing depth of beam between described upper strata watt and the lower floor watt is the 200-400 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100483919A CN101624846B (en) | 2008-07-09 | 2008-07-09 | Method for building factory-style light integral quakeproof house and quakeproof house component |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100483919A CN101624846B (en) | 2008-07-09 | 2008-07-09 | Method for building factory-style light integral quakeproof house and quakeproof house component |
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| Publication Number | Publication Date |
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| CN101624846A CN101624846A (en) | 2010-01-13 |
| CN101624846B true CN101624846B (en) | 2012-02-08 |
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| CN2008100483919A Expired - Fee Related CN101624846B (en) | 2008-07-09 | 2008-07-09 | Method for building factory-style light integral quakeproof house and quakeproof house component |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110616829A (en) * | 2019-09-27 | 2019-12-27 | 河北晶达建筑科技股份有限公司 | Building structure based on steel structure superposed wall and construction process thereof |
| CN113914664A (en) * | 2021-11-01 | 2022-01-11 | 中国人民解放军32181部队 | Quick-inserting combined movable house with door pocket |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1570301A (en) * | 2004-05-08 | 2005-01-26 | 刘长其 | Process for constructing comfortable, environment friendly, shockproof, acoustic insulation, water resistant, fire preventional, life-saving and economic type building |
| CN2725433Y (en) * | 2004-07-13 | 2005-09-14 | 陈卜勤 | Vibration proof building |
| CN201024712Y (en) * | 2006-12-28 | 2008-02-20 | 刘瑞珩 | Anti-knock safety room |
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2008
- 2008-07-09 CN CN2008100483919A patent/CN101624846B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1570301A (en) * | 2004-05-08 | 2005-01-26 | 刘长其 | Process for constructing comfortable, environment friendly, shockproof, acoustic insulation, water resistant, fire preventional, life-saving and economic type building |
| CN2725433Y (en) * | 2004-07-13 | 2005-09-14 | 陈卜勤 | Vibration proof building |
| CN201024712Y (en) * | 2006-12-28 | 2008-02-20 | 刘瑞珩 | Anti-knock safety room |
Non-Patent Citations (2)
| Title |
|---|
| JP特开2008-50832A 2008.03.06 |
| JP特开平11-93262A 1999.04.06 |
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